Comparison of extension and compression triaxial tests for dense sand and sandstone
Author:
Publisher
Springer Science and Business Media LLC
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Link
http://link.springer.com/content/pdf/10.1007/s11440-008-0068-x.pdf
Reference19 articles.
1. Bésuelle P (1999) Déformation et rupture dans les roches tendres et les sols indurés: comportement homogène et localisation, thèse de l’Université Joseph Fourier, Grenoble.
2. Bésuelle P, Desrues J, Raynaud S (2000) Experimental characterisation of the localisation phenomenon inside a Vosges sandstone in a triaxial cell. Int J Rock Mech Min Sci 37:1223–1237
3. Desrues J, Chambon R (2002) Shear band analysis and shear moduli calibration. Int J Sol Struct 39:3757–3776
4. Gajo A, Muir Wood D, Bigoni D (2007) On certain critical material and testing characteristics affecting shear band development in sand. Géotechnique 57(5):449–461
5. Haimson B (2006) True triaxial stresses and the brittle fracture of rock. Pure Appl Geophys 163:1101–1130
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